Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands-Reference-Cited by-同舟云学术

Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

Published:2012-03 Issue:3 Volume:138 Page:309-323
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cetin K. Onder¹²,Bilge H. Tolga¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531, Ankara, Turkey (corresponding author).

2. Graduate Researcher, Dept. of Civil Engineering, Selcuk Univ., Konya, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000631

Reference74 articles.

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2. Bilge H. T. (2005). “Volumetric and deviatoric strain behavior of cohesionless soils under cyclic loading.” M.Sc. thesis Middle East Technical Univ. Ankara Turkey.

3. Bilge H. T. and Cetin K. O. (2009). “Cyclic large strain and induced pore pressure response of saturated clean sands.” Rep. No. METU/GTENG 09/12-01 Middle East Technical Univ. Soil Mech. & Foundation Eng. Research Center Ankara Turkey. 〈www.ce.metu.edu.tr/~onder/Publications/reports/T_10.pdf〉.

4. Booker J. R. Rahman M. S. and Seed H. B. (1976). “GADFLEA—a computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading.” EERC Report No. 76-24 Univ. of California Berkeley CA.

5. Boulanger R. W. Seed R. B. Chan C. K. Seed H. B. and Sousa J. (1991). “Liquefaction behavior of saturated sands under uni-directional and bi-directional monotonic and cyclic simple shear loading.” Geotechnical Report No. UCB/GT/91-08 Univ. of California Berkeley CA.

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